Beam or Column End Plate Splice Design

American Codes

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Review Report

Lower Column or Beam Top

Results factor

End Plates t_p = in. w_p = in. L_p = in. Plate with CutOut ? with Stiffeners ?

M_rx = kips-ft. T_r = kips V_r = kips Loading M_ry = kips-ft.

Bolts g = in. in. p = p₁ = in. d₀ = in.

Material ksi ksi ksi plate F_yp = plate F_up = bolt F_ub =

Custom Shape American Shape ASD LRFDBeam or Column End Plate Splice Design